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Waste Water Engineering

Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

0.25 metre/sec
2 metres/sec
0.5 metre/sec
1 metre/sec

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Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

Lloyd David
Kuichling
Fruhling
All of these

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Waste Water Engineering
Dry weather flow is:

Average annual rate of flow
Average daily rate of flow
Average monthly rate of flow
Water supply allowance per capita

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Both A. and B.
With beds of rocks and gravels
Neither A. nor B.
Lined with stones

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Waste Water Engineering
Facultative bacteria survive in

Neither A nor B
The absence of oxygen
The presence of oxygen
Both cases A and B

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Separate system
None of these
Combined system
Partially separate system

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